Plan Review Notes
Plan Review Notes For Permit 17120517
Permit Number 17120517
Review Stop B
Sequence Number 3
Notes
Date Text
2018-07-06 12:26:0207/19/18 TALKED TO ROBERT BROWN. OK TO CLASSIFY THIS
 OCCUPANCY AS MERCANTILE INSTEAD OF ART GALLERY.
  
  
 THIRD BUILDING REVIEW COMMENTS
 CODE: FBC 5TH EDITION (2014).
  
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
  
  
 ORIGINAL COMMENT:
 1) PLEASE CORRECT THE PERMIT AND PLAN ADDRESS. THE
 ADDRESS INDICATED ON BOTH THE PLANS AND PERMIT
 APPLICATION INDICATE 925 N RAILROAD AVE. PCN:
 74-43-43-15-20-005-0110. THE LOCATION OF THE BUILDING
 SHOWN ON SHEET C-1 IS LOCATED AT THE ADDRESS 1013 N.
 RAILROAD AVE. PCN: 74-43-43-15-20-005-0090. PLEASE
 CORRECT THE ADDRESS ON THE PERMIT APPLICATION AND
 PLANS. SHEET C-1 SHOWS THE SITE AS ONE PROPERTY,
 WHEREAS THERE IS 3 LOTS AND 3 ADDRESSES.
  
 RESPONSE:
 UNITY OF TITLE WAS RECORDED ON 02/15/2018 BUT THERE WAS
 NOT REQUEST TO THE CITY TO GET AN ADDRESS. WE GENERATED
 AN ADDRESS REVIEW STOP TO GET THE OFFICIAL ADDRESS OF
 THIS BUILDING. PLANS WILL NEED TO BE REVISED SHOWING
 THE APPROVED ADDRESS. APPLICANT TO COORDINATE
 ADDRESSING ISSUE WITH:
 MICHAEL ORIO
 GIS SUPPORT SPECIALIST
 CITY OF WEST PALM BEACH
 INFORMATION TECHNOLOGY DEPARTMENT
 401 CLEMATIS STREET ? WEST PALM BEACH ? FLORIDA 33401
 P: 561.494.1080 | WWW.WPB.ORG
  
 ORIGINAL COMMENT:
 2- SHEET A1 AND A2 EXISTING AND DEMOLITION PLAN. ON THE
 WEST SIDE OF THE BUILDING A EXISTING CORRIDOR.
 PALM BEACH COUNTY AERIAL PHOTOGRAPHY SHOWS FROM
 2009-2014 THIS AREA BEING A OPEN AIR LOADING PLATFORM.
 IN JAN. 31/2016 THIS AREA HAS BEEN ENCLOSED ON THE
 NORTH AND WEST WITH A WALL AND A ROOF FRAMING AND
 ROOFING SYSTEM BUILT WITHOUT THE BENEFIT OF PERMIT AND
 INSPECTIONS.
  
 RESPONSE:
 DETAIL A/6 ON SHEET A-4:
 2A)IT IS NOT CLEAR HOW THE SIMPSON HETA 20 IS INSTALLED
 IN AN EXISTING CONCRETE BLOCK WALL. THIS CONNECTOR IS
 TO BE EMBEDDED IN THE CONCRETE. ALSO, IS NOT CLEAR HOW
 THE SIMPSON THGW4-4 IS INSTALLED. LOOK AT THE
 DIMENSIONS OF THIS CONNECTOR. ALSO, ANCHOR SCHEDULE
 LOCATION SPECIFIES CMU WALL TO (2)2X12. WHAT'S THIS. IS
 THERE A LEDGER. HOW IS THE LEDGER ATTACHED TO THE
 WALL?. PROVIDE COMPLETE DETAIL AND SPECIFICATIONS
 SHOWING HOW THESE CONNECTORS ARE INSTALLED. SEC.
 107.2.1 CITY AMENDMENTS.
  
 2B)PROVIDE COMPLETE DETAILS ANS SPECIFICATION SHOWING
 COMPLIANCE WITH THE ATTIC CROSS VENTILATION AS REQUIRED
 BY SEC. 1203.2
 FBC.
  
 2C) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 FINISHED CEILING AND WALLS IN THIS CORRIDOR. SEC.
 107.2.1 CITY AMENDMENTS.
  
 2D) SPECIFY HEADROOM. SEC. 1208.2 FBC
  
 ORIGINAL COMMENT:
 3- PICTURES TAKEN ON LINE FROM THE DANIEL ART WORLD
 GALLERY SHOW NEW STOREFRONT SYSTEM, DOORS SIDELIGHTS,
 MULLIONS AND TRANSOM INSTALLED WITHOUT THE BENEFIT OF
 PERMIT.
  
 RESPONSE:
 DETAIL A-5 ON SHEET A-4:
 3A) ANCHOR SCHEDULE DOESN'T SHOW ANY A2 CONNECTOR. SEC.
 107.2.1 CITY AMENDMENTS.
  
 3B) SPECIFY NUMBER OF STUCCO COATS AND THICKNESS AS
 REQUIRED BY SEC. 2511.1 FBC. (THREE COATS AND 7/8"
 TOTAL THICKNESS).
  
 3C) SPECIFY DOUBLE LAYER OF WATER RESISTIVE BARRIER AS
 REQUIRED BY SEC. 2510.6 FBC.
  
 3D) LETTERING IN EXTERIOR WALL FRAMING DETAIL AND
 ANCHOR SCHEDULE IS NOT LEGIBLE. IT'S TOO SMALL. REVISE
 AS REQUIRED. SEC. 107.2.1 CITY AMENDMENTS. NOTE: THERE
 ARE MANY DETAILS THAT HAVE VERY SMALL LETTERING AND ARE
 NOT LEGIBLE. PLEASE MAKE SURE THAT ALL DETAILS AND
 SPECIFICATIONS ON ALL PLANS HAVE LEGIBLE LETTERING TO
 AVOID UNNECESSARY DENIALS.
  
 ORIGINAL COMMENT:
 4- 2ND REQUEST. THE COVERSHEET INDICATES THE OCCUPANT
 LOAD OF 378 AND SHEET A-1 SHOWS 4 EXITS AND 3
 ACCESSIBLE EXIT. PLEASE REVIEW SECTION:
 4 X 0.60= 2.4, REQUIRES 3 ACCESSIBLE EXITS THAT WILL
 MEET THE REMOTENESS REQUIREMENTS UNDER FBC-B 1015.2.1.
  
 2014 FBC-EXISTING BUILDING CODE 1012.8 ACCESSIBILITY.
 EXISTING BUILDINGS THAT UNDERGO A CHANGE OF GROUP OR
 OCCUPANCY CLASSIFICATION SHALL COMPLY WITH THE
 PROVISIONS OF THE FLORIDA BUILDING CODE, ACCESSIBILITY.
  
 2014 ACCESS. CODE 206.4.1 PUBLIC ENTRANCES. IN ADDITION
 TO ENTRANCES REQUIRED BY 206.4.2 THROUGH 206.4.9, AT
 LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY
 WITH 404.
  
 (GRAY BOX FLORIDA SPECIFIC). BARRIERS AT COMMON OR
 EMERGENCY ENTRANCES AND EXITS OF BUSINESS
 ESTABLISHMENTS CONDUCTING BUSINESS WITH THE GENERAL
 PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION, OR UNDER
 CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT A PERSON
 FROM USING SUCH ENTRANCES OR EXITS SHALL BE REMOVED.
  
 RESPONSE:
 4A)INFORMATION ON THE COVER SHEET WAS REVISED. CLEARLY
 LABEL ON PLANS THE NEW STORAGE AREAS. THERE ARE MANY
 DISCREPANCIES ON THE SQUARE FOOTAGES. IT DOESN'T ADD UP
 TO THE SQUARE FOOTAGES SHOWN ON PLANS AND IT DOESN'T
 MATCH PROPERTY APPRAISER INFORMATION. ACCORDING TO
 PROJECT DATA ON TOP OF SHEET THE EXISTING BUILDING AREA
 IS 11,688 S.F. CLARIFY AS REQUIRED AND CLEARLY PROVIDE
 ON PLANS EACH SQUARE FOOTAGE AREA CONSIDERED FOR THE
 TOTAL OCCUPANT LOAD CALCULATION (DISPLAY AREA, STORAGE
 AREAS AND OFFICE AREA). SEC. 107.2.1 CITY AMENDMENTS.
  
 4B) IT'S NOT CLEAR HOW THE OFFICES ARE ACCESSIBLE FROM
 THE STREET IS THERE IS A 4" DROP A THE ENTRY. ARE ALL
 THE OFFICES AT THE SAME LEVEL. THIS DRAWING DOESN'T
 MATCH OTHER DRAWINGS. IS THE ENTRY DOOR GOING TO BE
 REPLACED?. IS THAT WHY CHANGING THE SWING OF THE DOOR?.
 SEC. 107.2.1 CITY AMENDMENTS. NOTE: DOOR MANEUVERING
 REQUIREMENTS MAY APPLY ALSO. SEC. 404.2.4 FBC
 ACCESSIBILITY.
  
 4C) PROPOSED SECOND EGRESS DOORS ON THE NORTH END NEED
 MORE INFORMATION. NEED TO COORDINATE THE LINTEL
 INFORMATION AND NEED TO PROVIDE STRUCTURAL SUPPORT AT
 HE NEEDS OF THE PROPOSED OPENING. CONCRETE LINTEL CAN
 NOT BE SUPPORTED ON WOOD FRAME. REVISE/COORDINATE
 STRUCTURAL INFORMATION AS REQUIRED. PROVIDE COMPLETE
 FRAMING DETAILS AND SPECIFICATIONS FOR THE NEW DOORS.
 SEC. 1601.1 FBC.
  
 4D) NEW STORAGE AREAS (OLD LOADING AREAS). NOT CLEAR
 HOW THESE AREAS ARE ENCLOSED. SHEET A-2 SHOWS EXISTING
 ROLL UP DOORS TO REMAIN, BUT THE DOORS ARE NOT SHOWN ON
 THE OTHER PLANS. CLARIFY. SEC. 1074.2.1 CITY
 AMENDMENTS.
  
 4E) THE LIFE SAFETY PLAN ONLY SHOWS EXIT SIGNS ON ONE
 SIDE OF THE WALL DIVIDING THE NORTH AND SOUTH BUILDING.
 PROVIDE SIGN ON BOTH SIDES. SEC. 1011.1 FBC
  
 4F) REVISE EXITING REQUIREMENT INFORMATION ON SHEET
 C-1. THE PROVIDED EXIT WIDTH IS NOT 144 INCHES. NEED TO
 CONSIDER THE CLEAR WIDTH OF THE DOORS NOT THE SIZE OF
 THE DOORS. SEE SEC. 1008.1.1 FBC FOR PROPER WAY OF
 DETERMINING THE CLEAR WIDTH OPENING OF THE DOOR AND
 REVISE AS REQUIRED.
  
 4G) THE SCALE SHOWN ON THE SITE PLAN ON SHEET C-1
 DOESN'T MATCH THE SCALE OF DRAWING. REVISE TO MATCH.
 SEC. 107.2.1 CITY AMENDMENTS.
  
 ORIGINAL COMMENT:
 5- NOTICE ONLY!!!! PLEASE NOTE THE EGRESS DOOR THAT
 OPENS ONTO NORTH RAILROAD AVENUE IS AN EXISTING
 NON-CONFORMING DOORWAY THAT SWINGS OUT OVER THE PUBLIC
 SIDEWALK, NOTE IF THE DOOR IS NOT REPLACED IT DOES NOT
 NEED TO BE REPLACED, BUT WHEN THE DOOR AND JAMB ARE
 REPLACED IT WILL STILL NEED TO SWING OUT BUT RECESSED
 BACK IN AN ALCOVE.
 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8
 FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC
 RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN
 HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN
 SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS
 SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY.
  
  
 ORIGINAL COMMENT #12:
 12- 2ND REQUEST. SHEET A4 DOES NOT COMPLY WITH THE
 HANDRAIL NOR GUARDRAIL REQUIREMENTS. 2014 FBC-B
 1607.8.1 HANDRAILS AND GUARDS.
 HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A
 LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) IN
 ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL
 ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH SECTION
 2407.
  
 12A) 2014 FBC-B 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS
 AND GUARDS SHALL ALSO BE DESIGNED TO RESIST A
 CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 12B) 2014 FBC-B 1607.8.1.2 INTERMEDIATE RAILS.
 INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL),
 BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO RESIST
 A CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7.
  
 12C) PLEASE DO NOT RESTATE THE CODE, BUT PROVIDE
 CALCULATIONS. 107.2.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. SUCH INFORMATION SHALL BE SPECIFIC, AND THE
 TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE OR IN
 PART, NOR SHALL THE TERM "LEGAL" OR ITS EQUIVALENT BE
 USED AS A SUBSTITUTE FOR SPECIFIC INFORMATION. ALL
 INFORMATION, DRAWINGS, SPECIFICATIONS AND ACCOMPANYING
 DATA SHALL BEAR THE NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN. (SEE ALSO SECTION 107.3.5).
  
 12D) SHEETS A1 AND A2 DOES NOT SHOW A HANDRAIL FOR ANY
 OF THE EXISTING STAIRS OR FOR THE EXISTING (PROPOSED)
 STAIRS. 805.9 HANDRAILS. EXISTING BUILDING CODE. THE
 REQUIREMENTS OF SECTIONS EXIST. BUILD. CODE. 805.9.1
 AND 805.9.2 SHALL APPLY TO HANDRAILS FROM THE WORK AREA
 FLOOR TO, AND INCLUDING, THE LEVEL OF EXIT DISCHARGE.
  
 12D)(1)EXIST BUILD. CODE 805.9.1 MINIMUM REQUIREMENT.
 EVERY REQUIRED EXIT STAIRWAY THAT IS PART OF THE MEANS
 OF EGRESS FOR ANY WORK AREA AND THAT HAS THREE OR MORE
 RISERS AND IS NOT PROVIDED WITH AT LEAST ONE HANDRAIL,
 OR IN WHICH THE EXISTING HANDRAILS ARE JUDGED TO BE IN
 DANGER OF COLLAPSING, SHALL BE PROVIDED WITH HANDRAILS
 FOR THE FULL LENGTH OF THE RUN OF STEPS ON AT LEAST ONE
 SIDE. ALL EXIT STAIRWAYS WITH A REQUIRED EGRESS WIDTH
 OF MORE THAN 66 INCHES (1676 MM) SHALL HAVE HANDRAILS
 ON BOTH SIDES.
  
 12D)(2) EXISTING BUILD. CODE 805.9.2 DESIGN. HANDRAILS
 REQUIRED IN ACCORDANCE WITH SECTION 805.9.1 SHALL BE
 DESIGNED AND INSTALLED IN ACCORDANCE WITH THE
 PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDING.
  
 12E) GUARDRAILS SHALL BE 42 INCHES HIGH. 1013.3 HEIGHT.
  
 12F) HANDRAILS ON STAIRS NEEDS TO COMPLY WITH 2014
 FBC-B WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN
 FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY AT
 LEAST 12 INCHES (305 MM) BEYOND THE TOP RISER AND
 CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE
 BOTTOM RISER.
  
 12G) SHEET A4 THERE IS A DETAIL OF AN ACCESSIBLE RAMP,
 MISSING INFORMATION INCLUDES STEEL RE-INFORCEMENT
 NEEDED FOR THE FOUNDATION AND UPRIGHT RETAINING WALL
 RE-INFORCEMENT AS WELL SIZE OF THE RE-BARS AND
 FREQUENCY IN PLACEMENT. 1-7.2.1.3 ADDITIONAL
 INFORMATION REQUIRED.
  
 12H) SHEET A4 THERE IS A DETAIL OF AN ACCESSIBLE RAMP
 THERE IS NO DIMENSION AS TO THE WIDTH OF THE ACCESSIBLE
 RAMP, 2014 FBC-B 1010.6.1 WIDTH. THE MINIMUM WIDTH OF A
 MEANS OF EGRESS RAMP SHALL NOT BE LESS THAN THAT
 REQUIRED FOR CORRIDORS BY SECTION 1018.2.
  
 12I) 2014 FBC-B 1010.4 CROSS SLOPE. THE SLOPE MEASURED
 PERPENDICULAR TO THE DIRECTION OF TRAVEL OF A RAMP
 SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS
 HORIZONTAL (2-PERCENT SLOPE).
  
 12J) 2014 FBC-B 1010.5 VERTICAL RISE. THE RISE FOR ANY
 RAMP RUN SHALL BE 30 INCHES (762 MM) MAXIMUM. A
 MID-LANDING WILL BE REQUIRED, PLEASE INDICATE THE
 MID-LANDING THE LANDING LENGTH SHALL BE 60 INCHES
 MINIMUM FBC-B 1010.7.3.
  
 RESPONSE:
 SAME COMMENTS APPLY. THERE WERE NO REVISION DONE ON
 THIS SHEET ADDRESSING THESE COMMENTS. ALSO. PLEASE MAKE
 SURE ALL LETTERING IS LEGIBLE. THERE ARE MANY DETAILS
 WITH THE LETTERING TOO SMALL AND ARE NOT LEGIBLE.
 NOTE: ALSO, NEED TO PROVIDE COMPLETE INFORMATION ABOUT
 THE EXISTING STAIRS ON THE SOUTH SIDE TO BE USED FOR
 MAIN ENTRANCE AND EGRESS. SPECIFY RAILING, RISERS,
 TREADS, PROVIDE ALL DIMENSIONS TO VERIFY EGRESS
 COMPLIANCE.
 IN ADDITION, PROVIDE COMPLETE INFORMATION FOR RAMP EDGE
 PROTECTION. SEC. 1010.10 FBC.
  
  
 ORIGINAL COMMENT #13:
 13) THE PERMIT VALUE IS VERY LOW FOR THE WORK SHOWN ON
 THE PLANS AS WELL AS THE WORK THAT WAS DONE WITHOUT A
 PERMIT.
  
 108.3* BUILDING PERMIT VALUATION. IF, IN THE OPINION OF
 THE BUILDING OFFICIAL, THE CLAIMED VALUATION OF
 BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS,
 MECHANICAL, OR PLUMBING SYSTEMS APPEARS TO BE UNDER
 ESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE
 DENIED. FOR PERMITTING PURPOSES, VALUATION OF BUILDINGS
 AND SYSTEMS SHALL BE TOTAL REPLACEMENT PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE THE TOTAL
 REPLACEMENT VALUE TO INCLUDE STRUCTURAL, ELECTRICAL,
 PLUMBING, MECHANICAL, INTERIOR FINISHES, NORMAL SITE
 WORK (EXCAVATION AND BACKFILL FOR BUILDINGS),
 ARCHITECTURAL AND DESIGN FEES, MARKETING COST, OVERHEAD
 AND PROFIT; EXCLUDING ONLY LAND VALUE. VALUATION
 REFERENCES MAY INCLUDE THE LATEST PUBLISHED DATA OF
 NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
  
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
  
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK
 STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE
 AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,
 LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR
 FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE
 REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE
 ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE
 STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE
 REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE
 BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR
 THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE
 PRIME OR MASTER PERMIT.
  
 RESPONSE:
 SAME COMMENTS APPLY.
  
 ORIGINAL COMMENT#14A:
 14A) SHEET A4 UNDER THE WIND DESIGN LIST 3 REFERENCES
 TO THE 2014 RESIDENTIAL CODE R616.4, R703.1.3 AND TABLE
 R301.2(2), THESE ARE ALL TO BE USED WITH SINGLE FAMILY
 DWELLINGS, NOT TO BE USED WITH THE COMMERCIAL CODE,
 FBC-BUILDING CODE, SEE CHAPTER 1609.
  
 RESPONSE:
 SAME COMMENT APPLIES.
  
 ORIGINAL COMMENT#14B:
 14B) SUBMIT PRODUCT APPROVALS: 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (G) PRE-ENGINEERED A/C STANDS
  
 RESPONSE:
 SAME COMMENT APPLIES. NOTE: THIS MAY BE SUBMITTED LATER
 AS A DEFERRED SUBMITTAL.
  
 ORIGINAL COMMENT#14D:
 14D) SHEET A4 THE ACCESSIBLE THRESHOLD NEEDS TO COMPLY
 WITH: THRESHOLDS ACCESS. CODE 404.2.5. THRESHOLDS, IF
 PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH
 MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT
 DOORWAYS SHALL COMPLY WITH 302 AND 303.
  
 RESPONSE:
 SAME COMMENT APPLIES.
  
 ORIGINAL COMMENT#14E:
 14E) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 RESPONSE:
 SAME COMMENT APPLIES.
  
 ORIGINAL COMMENT#15:
 15) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE
 STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
 ORIGINAL COMMENT#16:
 16) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 RESPONSE:
 A TRANSMITTAL LETTER WAS NOT SUBMITTED THIS TIME. PLAN
 REVIEW TAKES MORE TIME WHEN TRANSMITTAL LETTER IS NOT
 SUBMITTED. IT'S HARD TO KNOW WHICH ITEMS WERE ADDRESSED
 OR NOT. PLEASE PROVIDE R TRANSMITTAL LETTER TO HELP
 EXPEDITE THE REVIEW PROCESS.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]


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